Effects of stress and high temperature on the carbonation resistance of fly ash concrete
•Bending tension was adopted in this paper to replace axial tension.•Different stress states and levels were investigated.•Concrete showed good carbonation resistance at 30% ultimate compressive strength.•Concrete showed more defects and decreased anti-carbonization after exposure to 550°C. In order...
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| Published in | Construction & building materials Vol. 138; pp. 486 - 495 |
|---|---|
| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.05.2017
Elsevier B.V |
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| Abstract | •Bending tension was adopted in this paper to replace axial tension.•Different stress states and levels were investigated.•Concrete showed good carbonation resistance at 30% ultimate compressive strength.•Concrete showed more defects and decreased anti-carbonization after exposure to 550°C.
In order to study the carbonation resistance of fly ash concrete under multi-factor coupling conditions and provide a suggestion for the design and analysis of actual projects, an experimental investigation was conducted on the effects of the compressive and tensile stress, the high exposure temperature, and the fly ash content, on the carbonation resistance of fly ash concrete. The process of carbonation was accelerated by using an accelerated carbonation chamber and the carbonation resistance of concrete were examined by measuring the carbonation depth of concrete specimens. Results from the tests indicate that the carbonation resistance of both types of concrete decreased with an increase in tensile stress level, while with an increase in compressive stress level, the carbonation resistance increased first and then decreased. Compressive strength and carbonation resistance of concrete was markedly affected by an increase in exposure temperature; the higher the temperature, the deeper was the carbonation depth. The combination of factors, namely, stress, high temperature and high fly ash content, will greatly reduce the carbonation resistance of concrete. |
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| AbstractList | •Bending tension was adopted in this paper to replace axial tension.•Different stress states and levels were investigated.•Concrete showed good carbonation resistance at 30% ultimate compressive strength.•Concrete showed more defects and decreased anti-carbonization after exposure to 550°C.
In order to study the carbonation resistance of fly ash concrete under multi-factor coupling conditions and provide a suggestion for the design and analysis of actual projects, an experimental investigation was conducted on the effects of the compressive and tensile stress, the high exposure temperature, and the fly ash content, on the carbonation resistance of fly ash concrete. The process of carbonation was accelerated by using an accelerated carbonation chamber and the carbonation resistance of concrete were examined by measuring the carbonation depth of concrete specimens. Results from the tests indicate that the carbonation resistance of both types of concrete decreased with an increase in tensile stress level, while with an increase in compressive stress level, the carbonation resistance increased first and then decreased. Compressive strength and carbonation resistance of concrete was markedly affected by an increase in exposure temperature; the higher the temperature, the deeper was the carbonation depth. The combination of factors, namely, stress, high temperature and high fly ash content, will greatly reduce the carbonation resistance of concrete. |
| Audience | Trade |
| Author | Li, Yunxia Li, Qingtao Yuan, Guanglin Lu, Caifeng Wang, Wei |
| Author_xml | – sequence: 1 givenname: Wei surname: Wang fullname: Wang, Wei organization: State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou 221116, China – sequence: 2 givenname: Caifeng surname: Lu fullname: Lu, Caifeng email: 02110470@cumt.edu.cn organization: State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou 221116, China – sequence: 3 givenname: Yunxia surname: Li fullname: Li, Yunxia organization: Suzhou Environmental Sanitation Management Hygiene Department, SuZhou 234000, China – sequence: 4 givenname: Guanglin surname: Yuan fullname: Yuan, Guanglin organization: State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou 221116, China – sequence: 5 givenname: Qingtao surname: Li fullname: Li, Qingtao organization: State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou 221116, China |
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| SubjectTerms | Analysis Carbonation Compressive strength Compressive stress Concretes Fly ash Fly ash concrete High temperature Mechanical properties Tensile stress |
| Title | Effects of stress and high temperature on the carbonation resistance of fly ash concrete |
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